000 03181nam a22005295i 4500
001 978-3-319-73049-3
003 DE-He213
005 20220801220550.0
007 cr nn 008mamaa
008 180118s2018 sz | s |||| 0|eng d
020 _a9783319730493
_9978-3-319-73049-3
024 7 _a10.1007/978-3-319-73049-3
_2doi
050 4 _aTA349-359
072 7 _aTGMD
_2bicssc
072 7 _aSCI096000
_2bisacsh
072 7 _aTGMD
_2thema
082 0 4 _a620.105
_223
100 1 _aKolupaev, Vladimir A.
_eauthor.
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
_951045
245 1 0 _aEquivalent Stress Concept for Limit State Analysis
_h[electronic resource] /
_cby Vladimir A. Kolupaev.
250 _a1st ed. 2018.
264 1 _aCham :
_bSpringer International Publishing :
_bImprint: Springer,
_c2018.
300 _aXVII, 365 p. 210 illus., 205 illus. in color.
_bonline resource.
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
347 _atext file
_bPDF
_2rda
490 1 _aAdvanced Structured Materials,
_x1869-8441 ;
_v86
505 0 _aIntroduction -- Criteria of Equivalent Stress Concept.-Visualization Methods -- Formulations of Classical Strength -- Values for Comparison -- Visualization of Standard Criteria -- Alternative Formulations of Standard Criteria -- Conditions and Assumptions of Strength Criteria -- Generalized Pressure-Insensitive Criteria -- Generalized Pressure-Sensitive Criteria -- Multi-Surface Criteria -- Fitting of Criteria -- Experiments & Equipment -- Applications. Summary and Outlook.
520 _aThis book discusses arbitrary multiaxial stress states using the concept of equivalent stress. It highlights the most useful criteria, which can be applied to various classes of isotropic materials. Due to its simplicity and clarity, this concept is now widely used in component design, and many strength and yield criteria based on the equivalent stress concept have been formulated. Choosing the appropriate criterion for a given material remains the main challenge in applications.  The most useful criteria can be applied best when the plausibility assumptions are known. Accordingly, the book introduces fitting methods based on mathematical, physical, and geometrical objective functions. It also features a wealth of examples that demonstrate the application of different approaches in modeling certain limit behaviors.
650 0 _aMechanics, Applied.
_93253
650 0 _aSolids.
_93750
650 0 _aBuilding materials.
_931878
650 1 4 _aSolid Mechanics.
_931612
650 2 4 _aStructural Materials.
_931883
710 2 _aSpringerLink (Online service)
_951046
773 0 _tSpringer Nature eBook
776 0 8 _iPrinted edition:
_z9783319730486
776 0 8 _iPrinted edition:
_z9783319730509
776 0 8 _iPrinted edition:
_z9783319892313
830 0 _aAdvanced Structured Materials,
_x1869-8441 ;
_v86
_951047
856 4 0 _uhttps://doi.org/10.1007/978-3-319-73049-3
912 _aZDB-2-ENG
912 _aZDB-2-SXE
942 _cEBK
999 _c78698
_d78698